Step 4. Watershed Factors
The design of urban STPs is fundamentally influenced by the nature of the downstream water body that will be receiving the stormwater discharge. Consequently, the designer needs to be cognizant of the goals in the resource the site drains to. This section includes selection criteria and design guidelines for the eight resource categories included in the Watershed Templates. These include:
Many jurisdictions may have specific requirements related to a specific resource, such as a particular reservoir. Others may have identified specific protection areas that include special requirements. The watershed factors presented here are generic, and based on the watershed templates.
| STP Selection Matrix 4-1. Watershed Factors - Streams | ||||
| STP
GROUP |
SENSITIVE
STREAM |
IMPACTED
STREAM |
NON-SUPPORTING STREAM | RESTORABLE
STREAM |
| Ponds | Require
channel protection.
Restrict in-stream practices. In cold water streams, minimize permanent pool area, and encourage shading. |
Require channel protection. | Emphasize
flood control when local flooding is a concern.
Provide long detention times for bacteria control. |
Require
channel protection.
Where possible, integrate design with watershed retrofit priorities. |
| Wetlands | Require
channel protection.
Restrict in-stream practices. Restrict use in cold-water streams. |
Require channel protection. | Emphasize
flood control when local flooding is a concern.
Provide long detention times for bacteria control. |
Require
channel protection.
Where possible, integrate design with watershed retrofit priorities. Design in-stream wetland practices to support habitat restoration goals. |
| Infiltration | Strongly
encourage use for groudwater recharge.
Combine with a detention facility to provide channel protection. |
Combine with a detention facility to provide channel protection. | Combine
with a detention facility to provide flood control where appropriate.
Avoid direct infiltration of hotspot runoff. |
Combine with a detention facility to provide channel protection. |
| Filtering Systems | Combine with a detention facility to provide channel protection. | Combine with a detention facility to provide channel protection. | Combine
with a detention facility to provide flood control where appropriate.
Use as pretreatment prior to an infilration practice for hotspot runoff. |
Combine with a detention facility to provide channel protection. |
| Open
Channels |
Combine with a detention facility to provide channel protection. | Combine with a detention facility to provide channel protection. | Combine
with a detention facility to provide flood control where appropriate.
Often restricted due to space limitations. |
Combine
with a detention facility to provide channel protection.
Often restricted due to space limitations. |
| Note: For all stream systems, removal of specific pollutants may also be a goal, particularly when a stream does not meet water quality standards, is part of a TMDL watershed, or drains to a waterbody that has specific pollutant reduction targets. | ||||
|
STP
Selection Matrix 4-2. Watershed Factors - Other Aquatic Resources
|
||||
|
STP
GROUP |
AQUIFER
|
URBAN
LAKE
|
RESERVOIR
|
ESTUARY/
SHELLFISH BEDS
|
| Ponds | May require
liner if HSG A soils are present.
Pretreat hotspots. Provide a separation distance to water table. |
Encourage the use of a large permanent pool to improve phosphorous removal. | Encourage
the use of a large permanent pool to improve phosphorous removal.
Promote long detention times to encourage bacteria removal. Require channel protection.* |
Encourage
long detention times to promote bacteria removal.
Provides high nitrogen removal. |
| Wetlands | ||||
| Infiltration
|
Provide 100' horizontal
separation distance from wells and 4' vertical distance from the water table.
No hotspot runoff, unless pretreated by another practice, such as a filtering system. Require pretreatment of all runoff except rooftop. |
OK. Provides high phosphorous removal. | Provide a separation
distance from bedrock and water table
Pretreat runoff prior to infiltration practices. |
OK, but provide a separation distance to seasonally high groundwater. |
| Filtering
Systems
|
Excellent pretreatment for infiltration or open channel practices. | OK, but designs with a submerged filter may result in phosphorous release. | Excellent pretreatment
for infiltration or open channel practices. Moderate to high coliform removal |
Moderate to
high coliform removal Designs with a submerged filter bed appear to have very high nitrogen removal |
| Open
Channels |
OK, but hotspot runoff must be adequately pretreated | OK. Moderate P removal. | Poor coliform removal for wet swales. | Poor coliform removal for grass wet swales. |
| * Although channel protection is critical to prevent erosion of upstream channels draining to urban lakes and reservoirs, both flood control and channel protection requirements may be waived for sites that drain directly to reservoirs or lakes, or larger order streams. | ||||